Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 80
... respectively . One should note that R = 90+ at z = Zof ( or 5+ = 0 ) and R $ R + = 0 at z = h ( or St = 1 ) . h + = A ( H + ) u.m w ± f is the thickness of the boundary layer , and A ( H + ) = 1 Λο + 1/2 KCh = ( 25 ) RESULTS AND ...
... respectively . One should note that R = 90+ at z = Zof ( or 5+ = 0 ) and R $ R + = 0 at z = h ( or St = 1 ) . h + = A ( H + ) u.m w ± f is the thickness of the boundary layer , and A ( H + ) = 1 Λο + 1/2 KCh = ( 25 ) RESULTS AND ...
Page 82
... respectively . The free stream amplitudes of counterclockwise and clockwise motion 33.5 m above the bottom were R 9.9 cm / s and R = 35.2 cm / s , respectively . The logarithmic boundary layer flow model was matched to the data for the ...
... respectively . The free stream amplitudes of counterclockwise and clockwise motion 33.5 m above the bottom were R 9.9 cm / s and R = 35.2 cm / s , respectively . The logarithmic boundary layer flow model was matched to the data for the ...
Page 396
... respectively : Q = Qu + b + Qw + Os in which Qu = Ux ( 2 ) ( 3 ) represents the potential of the uniform current , and U is the current speed . The potential is the steady disturbance to the uniform current by the body ; and 1 and ...
... respectively : Q = Qu + b + Qw + Os in which Qu = Ux ( 2 ) ( 3 ) represents the potential of the uniform current , and U is the current speed . The potential is the steady disturbance to the uniform current by the body ; and 1 and ...
Contents
OCEAN WAVES | 1 |
Aarsnes | 55 |
VOLUME IA OFFSHORE TECHNOLOGY | 65 |
Copyright | |
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acceleration analysis AXIWAVE biplane blade boundary layer calculated circular cylinder comparison compliant towers components computed corresponding crest criteria damping direction distribution drag drag coefficient dynamic effects Engineering equation estimated experimental Figure filter flow fluid force coefficients Fourier free surface frequency fuzzy given hindcast horizontal velocity hydrodynamic impact force in-line incident wave irregular Islay KC number kinematics lift force linear load Loop Current maximum measured method Morison Myrhaug NewWave non-linear obtained ocean waves Offshore Structures orifice oscillating parameters planetary boundary layer plate platform predicted pressure rad/s random wave ratio regular waves Scatter Parameter sea wave second-order shear stress ship shown simulation spectra surface elevation term tests turbine turbulence values velocity potential vertical Volume I-A Walsh function water depth wave elevation wave energy wave height wave kinematics wave power wave profile wave spectrum wave theory wave train wind